PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/19/23 EST. NO. 002 TIME 03:06 PM R.E. NAME: SENG, TA 04-3J0704 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/19/23 EST. NO. 002 TIME 03:06 PM R.E. NAME: SENG, TA 04-3J0704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3J0704 TIME 03:06 PM ESTIMATE NO. 002 BID OPENING 02/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 06/19/23 LOCATION RERUN PROGRESS ESTIMATE 04-CC-80-10.1/13.5 ----------------------- FBD VANGUARD CONSTRUCTION CONTRA COSTA COUNTY IN HERCULES AND 550 GREENVILLE ROAD CROCKETT FROM ROUTE 80/4 SEPARATION TO 0.1 LIVERMORE CA 94550 MILE WEST OF CROCKETT VIADUCT FED. AID NO. ACIM-801(997)E REMOVE PCC AND AC, PLACE PCP AND AC RESURF ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.300 600.00 0.800 1,600 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250 003 TIME-RELATED OVERHEAD (LS) LS 2,000,000.0000 2,000,000.00 0.051 102,000.00 0.051 102,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 54,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 31,000.0000 31,000.00 0.000 0 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 500.0000 180,000.00 0.000 0 008 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 2,015.00 0.000 0 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 150.0000 54,000.00 0.000 0 SYSTEM DAY 010 TEMPORARY BARRIER SYSTEM LF 35.0000 32,900.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.000 0 012 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 550.0000 165,000.00 0.000 0 SYSTEM (TYPE 1) DAY 013 MOBILE BARRIER SYSTEM DAY 2,600.0000 780,000.00 0.000 0 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 11,000.0000 55,000.00 0.000 0 015 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.000 0 016 PREPARE STORM WATER POLLUTION PREVENTION LS 880.0000 880.00 0.500 440.00 1.000 880 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 1,500.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 500.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 020 TEMPORARY COVER SQYD 4.4000 2,288.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 47,850.00 0.000 0 022 TEMPORARY FIBER ROLL LF 3.9000 36,231.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3J0704 TIME 03:06 PM ESTIMATE NO. 002 BID OPENING 02/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 4.4000 3,784.00 0.000 0 024 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 18,000.00 0.000 0 025 STREET SWEEPING LS 205,000.0000 205,000.00 0.000 0 026 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.000 0 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3500 18,480.00 0.000 0 STRIPE (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.3000 1,788.00 0.000 0 029 NOISE MONITORING LS 8,600.0000 8,600.00 0.000 0 030 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 0.000 0 031 ROADWAY EXCAVATION CY 120.0000 350,400.00 0.000 0 032 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 600.0000 6,000.00 0.000 0 DEPOSITED LEAD) 033 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,100.0000 13,200.00 0.000 0 034 HYDROMULCH SQFT 0.1100 19,360.00 0.000 0 035 FIBER ROLLS LF 3.9000 48,750.00 0.000 0 036 HYDROSEED SQFT 0.2200 13,662.00 0.000 0 037 COMPOST (CY) CY 55.0000 31,900.00 0.000 0 038 INCORPORATE MATERIALS SQFT 0.1000 6,210.00 0.000 0 039 CLASS 2 AGGREGATE BASE (CY) CY 200.0000 4,200.00 0.000 0 040 LEAN CONCRETE BASE RAPID SETTING CY 450.0000 3,456,000.00 0.000 0 041 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 042 HOT MIX ASPHALT (TYPE A) TON 160.0000 1,091,200.00 0.000 0 043 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 200.0000 1,992,000.00 0.000 0 044 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 265.0000 74,200.00 0.000 0 (OPEN GRADED FRICTION COURSE) 045 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.9000 84,630.00 0.000 0 047 TACK COAT TON 940.0000 160,740.00 0.000 0 048 REMOVE ASPHALT CONCRETE DIKE LF 1.6500 36,960.00 0.000 0 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.3000 1,045,800.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3J0704 TIME 03:06 PM ESTIMATE NO. 002 BID OPENING 02/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PRECAST CONCRETE PAVEMENT (PCP) CY 930.0000 17,205,000.00 134.408 124,999.44 134.408 124,999 051 JOINT SEAL (PREFORMED COMPRESSION) LF 9.0000 872,100.00 0.000 0 052 REMOVE CONCRETE PAVEMENT AND BASE CY 165.0000 3,844,500.00 0.000 0 053 GRIND EXISTING CONCRETE PAVEMENT SQYD 7.0000 405,300.00 0.000 0 054 GRIND NEW CONCRETE PAVEMENT SQYD 7.0000 443,800.00 0.000 0 055 DETECTABLE WARNING SURFACE SQFT 30.0000 1,800.00 0.000 0 056 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,600.0000 28,800.00 0.000 0 RAMP) 057 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 70.0000 9,100.00 0.000 0 058 REMOVE PAVEMENT MARKER EA 1.1000 6,413.00 0.000 0 059 DELINEATOR (CLASS 1) EA 55.0000 14,850.00 0.000 0 060 GUARD RAILING DELINEATOR EA 55.0000 14,300.00 0.000 0 061 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 25,600.00 0.000 0 062 OBJECT MARKER (TYPE P) EA 55.0000 440.00 0.000 0 063 REMOVE ROADSIDE SIGN EA 275.0000 7,975.00 0.000 0 064 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 55.0000 2,145.00 0.000 0 BRACKET METHOD) 065 REMOVE ROADSIDE SIGN PANEL EA 110.0000 220.00 0.000 0 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 11,360.00 0.000 0 (0.063"-UNFRAMED) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,950.00 0.000 0 (0.080"-UNFRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.0000 2,640.00 0.000 0 (0.063"-FRAMED) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.0000 20,460.00 0.000 0 (0.080"-FRAMED) 070 ROADSIDE SIGN - ONE POST EA 440.0000 6,600.00 0.000 0 071 ROADSIDE SIGN - TWO POST EA 885.0000 14,160.00 0.000 0 072 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 165.0000 7,095.00 0.000 0 METHOD) 073 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 165.0000 330.00 0.000 0 POST 074 ALTERNATIVE CRASH CUSHION SYSTEM EA 45,700.0000 45,700.00 0.000 0 075 CONCRETE BARRIER (TYPE 60M) LF 120.0000 78,000.00 0.000 0 076 REMOVE CONCRETE BARRIER (TYPE K) LF 12.0000 7,800.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3J0704 TIME 03:06 PM ESTIMATE NO. 002 BID OPENING 02/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CRASH CUSHION EA 1,250.0000 1,250.00 0.000 0 078 THERMOPLASTIC PAVEMENT MARKING SQFT 8.8500 47,878.50 0.000 0 079 PAINT TRAFFIC STRIPE (1-COAT) LF 0.7500 62,400.00 0.000 0 080 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 128,180.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 081 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.8000 29,120.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 082 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 39,160.00 0.000 0 083 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 7,898.00 0.000 0 084 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 282.0000 10,716.00 0.000 0 085 6" TRAFFIC STRIPE TAPE LF 5.0000 3,200.00 0.000 0 086 8" TRAFFIC STRIPE TAPE (BROKEN 12-3) LF 3.9000 6,669.00 0.000 0 087 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.2000 11,592.00 0.000 0 088 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 11.0000 8,580.00 0.000 0 089 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 7.2000 14,832.00 0.000 0 (BROKEN 17-7) 090 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 7.2000 110,160.00 0.000 0 (BROKEN 36-12) 091 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.9000 16,732.00 0.000 0 092 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.3000 81,340.00 0.000 0 (BROKEN 36-12) 093 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.2000 10,440.00 0.000 0 (WARRANTY) (BROKEN 17-7) 094 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.2000 385,920.00 0.000 0 (WARRANTY) (BROKEN 36-12) 095 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.3000 205,840.00 0.000 0 (WARRANTY) (BROKEN 36-12) 096 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 097 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 45,900.0000 45,900.00 0.000 0 098 MODIFYING TRAFFIC MONITORING STATIONS LS 87,150.0000 87,150.00 0.000 0 099 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 100 TRAFFIC CONTROL SYSTEM LS 1,300,000.0000 1,300,000.00 0.000 0 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 102 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 91,800.00 0.000 0 103 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.8000 15,148.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3J0704 TIME 03:06 PM ESTIMATE NO. 002 BID OPENING 02/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TEMPORARY PAVEMENT MARKER EA 5.0000 25,600.00 0.000 0 105 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 106 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 3.1500 160,650.00 0.000 0 MAT) 107 REPLACE ASPHALT CONCRETE SURFACING CY 600.0000 240,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3J0704 TIME 03:06 PM ESTIMATE NO. 002 BID OPENING 02/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 229,289.44 230,729.44 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 229,289.44 230,729.44 108 MOBILIZATION LS 4,000,000.0000 4,000,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 42,714,621.50 TOTAL WORK COMPLETED 229,289.44 230,729.44 MATERIALS ON HAND ON SITE -15,000.00 0.00 DEDUCTIONS 0.00 0.00 TOTAL 214,289.44 230,729.44 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/25/23 360 06/19/23 06/19/23 09/22/24 14 0 0 0 1% 4% PROGRESS IS SATISFACTORY SENG, TA RESIDENT ENGINEER